Constitutive Models with Kinematic Hardening: Effects on Anisotropy and Non-Coaxiality

被引：0
|
作者：
Elia, G. [1 ]
Amorosi, A. [1 ]
机构：
[1] Tech Univ Bad, Dept Civil & Environm Engn, I-70125 Bari, Italy
来源：
PORO-MECHANICS IV | 2009年
关键词：
TENSOR;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The aim of the paper is to show the capability of constitutive models based on mixed isotropic-kinematic hardening and characterized by an associated flow rule to simulate the evolution of anisotropy and non-coaxiality of soil elements subjected to unconventional loading conditions.
引用
收藏
页码：1077 / 1082
页数：6
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